Assessment of earthquake-induced landslide hazard zoning using the physics-environmental coupled Model

被引:0
|
作者
Ying Zeng
Ying-bin Zhang
Jing Liu
Pei-yi Xu
Hui Zhu
Hai-hong Yu
Yun-yong He
机构
[1] Southwest Jiaotong University,Department of Geotechnical Engineering, School of Civil Engineering
[2] CREC Sichuan Eco-City Investment Co.,undefined
[3] Ltd.,undefined
[4] Sichuan Highway Planning,undefined
[5] Survey,undefined
[6] Design and Research Institute Ltd.,undefined
来源
关键词
Earthquake-induced landslides; Newmark method; Coupled model; Ludian earthquake; Landslide distribution;
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中图分类号
学科分类号
摘要
In order to prevent and mitigate disasters, it is crucial to immediately and properly assess the spatial distribution of landslide hazards in the earthquake-affected area. Currently, there are primarily two categories of assessment techniques: the physical mechanism-based method (PMBM), which considers the landslide dynamics and has the advantages of effectiveness and proactivity; the environmental factor-based method (EFBM), which integrates the environmental conditions and has high accuracy. In order to obtain the spatial distribution of landslide hazards in the affected area with near real-time and high accuracy, this study proposed to combine the PMBM based on Newmark method with EFBM to form Newmark-Information value model (N-IV), Newmark-Logic regression model (N-LR) and Newmark- Support Vector Machine model (N- SVM) for seismic landslide hazard assessment on the Ludian Mw 6.2 earthquake in Yunnan. The predicted spatial hazard distribution was compared with the actual cataloged landslide inventory, and frequency ratio (FR), and area under the curve (AUC) metrics were used to verify the model’s plausibility, performance, and accuracy. According to the findings, the model’s accuracy is ranked as follows: N-SVM>N-LR>N-IV>Newmark. With an AUC value of 0.937, the linked N-SVM was discovered to have the best performance. The research results indicate that the physics-environmental coupled model (PECM) exhibits accuracy gains of 46.406% (N-SVM), 30.625% (N-LR), and 22.816% (N-IV) when compared to the conventional Newmark technique. It shows varied degrees of improvement from 2.577% to 12.446% when compared to the single EFBM. The study also uses the Ms 6.8 Luding earthquake to evaluate the model, showcasing its trustworthy in forecasting power and steady generalization. Since the suggested PECM in this study can adapt to complicated earthquake-induced landslides situations, it aims to serve as a reference for future research in a similar field, as well as to help with emergency planning and response in earthquake-prone regions with landslides.
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页码:2644 / 2664
页数:20
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